Tender For Stage Contract For Various Works At Pahalgam ( Miscellaneous Items ) ( Rates Are Inclusie Of All Applicable Taxes With 18% Gst ) -1 Engagement Of Jcb And Tractors As And When Required For Excavation And Execution Of Various Natures Including Disposal Of Excavated Material Upto All Leads And Lifts And Carriage Ofr Average 2Kms As Per The Directions Of Eic 2 Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto 1.5 M In -All Kinds Of Soil. 3 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) In Trenches For Foundations, Drains, Pipes, Cables Etc. ( Not Exceeding 1.5 M In Width ) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres: All Kinds Of Soil : 4 Earth Work In Bulk Excavation By Mechanical Means ( Hydraulic Excavator ) Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan ) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge All Kinds Of Soil 5 Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. ( Not Exceeding 1.5 M In Width ) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed: All Kinds Of Soil :1 Meter Fromcutting Edge 6 Dispsoal By Mechanical Transport Including Loading, Unloading And Stacking Of Excavated Earth Upto 1 Km 7 Dispsoal By Mechanical Transport Including Loading, Unloading And Stacking Of Excavated Earth Upto 2 Km 8 Supplymd Fillingof Rbm / Nallah Muck For Stone Soling Any Backfilling Or Filling Or Any Other Workas Directed Of Specified Size Including Watering, Ramming, Compacting, With Prr Of 8 To 10 Tonne Capacityincluding Carriage Of The Same From Approved Source Upto Site Of Work Complete 9 Supply And Filling Of Khak Bajri Inluding Spreading, Ramming, Campacting With Prr Of 8 To 10 Tonne Capacity Including Carriage Of Same From Approved Source Upto Site Of Work Complete 10 Providing And Laying Of Rcc Pipes In Proper Position / Grade Including Cutting Road Surface Upto Required Length, Providing Requsite Cushion Including Carriage Of All Materials And Pipes Upto Site Of Work Complete 10 11 12 12 14 13 16 14 18 15 24 16 28 17 32 18 36 19 40 20 Providing And Laying Of Ms Pipes In Proper Position / Grade Including Cutting Road Surface Upto Required Length, Providing Requsite Cushion Including Carriage Of All Materials And Pipes Upto Site Of Work Complete 6 21 8 22 10 23 12 24 Scarifying The Existing Bituminous Road Surface To A Depth Of 50Mm And Disposal Of Scarified Material Within All Lifts And Lead Upto 1 Km ( By Mechanical Means ) 25 Scarifying Metalled ( Water-Bound ) Road Surface Including Disposal Of Rubbish Lead Upto 50M And Consolidation Of The Aggregate Received From Scarifying With Power Road Roller Of 8 To 10 Tonne Capacity 26 Providing And Laying Water Bound Macadam Base Course With Quarry Crushed Stone Aggregate 90 To 45Mm Size, Stone Screening 13.20Mm Size And Binding Material As Per Morth Specification Including Screening, Sorting, Spreading To Template And Consolidation Of Each Layer With Prr Of 8 To 10 Tonne Capacity Including Rolling On Screening, Dust And Crushed Stone Including Carriageofquarry Crushedstone Aggrregateand Stone Screeing, Stone Dustfrom Approved Soucrce Upto Site Of Wotk Complete ( Finished Work To Be Measured ) ( Rolling To Be Done Strictly As Per Direction Of Engineer In Charge ) 100Mm Compacted Thickness 27 Providing And Laying Water Bound Macadam Base Course With Quarry Crushed Stone Aggregate 63 To 45Mm Size, Stone Screening 13.20Mm Size And Binding Material As Per Morth Specification Including Screening, Sorting, Spreading To Template And Consolidation Of Each Layer With Prr Of 8 To 10 Tonne Capacity Including Rolling On Screening, Dust And Crushed Stone Including Carriageofquarry Crushedstone Aggrregateand Stone Screeing, Stone Dustfrom Approved Soucrce Upto Site Of Wotk Complete ( Finished Work To Be Measured ) ( Rolling To Be Done Strictly As Per Direction Of Engineer In Charge ) 75Mm Compacted Thickness 28 Providing And Laying Water Bound Macadam Base Course With Quarry Crushed Stone Aggregate 53 To 22.4Mm Size, Stone Screening 11.20Mm Size And Binding Material As Per Morth Specification Including Screening, Sorting, Spreading To Template And Consolidation With Prr Of 8 To 10 Tonne Capacity Including Carriageofquarry Crushedstone Aggrregateand Stone Screeing, Stone Dustfrom Approved Soucrce Upto Site Of Wotk Complete ( Finished Work To Be Measured ) ( Rolling To Be Done Strictly As Per Direction Of Engineer In Charge ) 75Mm Compacted Thickness 29 Providing, Laying, Spreading And Compacting Graded Stone Aggregate ( Sizerange 53 Mm To 0.075 Mm ) To Wet Mix Macadam ( Wmm ) Specificationincluding Premixing The Material With Water At Omc In Mechanical Mixplant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base / Basecourse On Well Prepared Surface And Compacting With Vibratory Roller Of 8To 10 Tonne Capacity To Achieve The Desired Density, Complete As Perspecifications And Directions Of Engineer-In-Charge 30 Providing And Applying Of Tack Coat Using Hot Straight Run Bitumen Of Grade Vg 10 @ 0.5Kg / Sqm ( On Bt Surface Surface ) Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler Cleaning And Preparing The Xisting Road Surface As Per Specification Including Cost And Carraige Of All Materials Upto Site Of Work Complete ( Necessary Test Mandatory ) 31 Providing And Applying Tack Coat Using Hot Straight Run Bitumen Ofgrade – Vg-10, Including Heating The Bitumen, Spraying The Bitumenwith Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications ( Necessary Test Mandatory ) On Bitumen / Wbm / Wmm Surface @ 0.50 Kg / Sqm. 32 Providing And Applying Tack Coat Using Bitumen Emulsion Conforming Tois: 8887, Using Emulsion Pressure Distributer Including Preparing Thesurface And Cleaning With Mechanical Broom.With Medium Setting Bitumen Emulsionon W.B.M. / W.M.M. @ 0.4 Kg / Sqm. ( Necessary Test Mandatory ) 33 P / L B.M Using Crushed Stone Aggregates Of Specifiedgrading Premixed With Bituminous Binder, Transported Tosite By Tippers, Laid Over A Previously Prepared Surfacewith Paver Finisher Equi Pped With Electronic Sensor Tothe Require D Grade, Level And Alignment And Rolling Withsmooth Wheeled, Vibratory And Tandem Rollers As Perspecifications To Achieve The Desired Compaction And D.Ensity, Complete As Per Specifications And Directions Ofengineer-In-Charge :50 To 100 Mm Average Compactedthickness With Bitumen Of Grade Vg-10 @ 3.5% ( Percentage By Weight Of Total Mix ) Prepared In Drumtype Hmp Of 60-90 Tph Capacity. Incl. Cost Andcarriage Of All Materials Involved. ( Necessary Test Mandatory ) 34 P / L Sdbc Using Crushed Stone Aggregates Of Specifiedgrading , Pre-Mixed With Bituminous Binder And Filler, Transporting The Hot Mix To Work Site By Tippers, Layingwith Paver Finisher Equipped Wilh Electronic Sensor To Therequired Grade, Level And Alignment And Rolling Withsmooth Wheeled, Vibratory And Tandem Rollers To Achievethe Desire D Compaction & Density As Perspecification, Complete And As Per Directions Of Engineerincharge:25 Mm Compacted Thickness With Bitumen :Vg-10 @ 5% ( Percentage By Weight Of Total Mix ) Andlime Filler @ 2% ( Percentage By Weight Of Aggregate ) Prepared In Drum Type Hmp Of60-90 Tph Capacity. Inclcost And Carriage ( Necessary Test Mandatory ) 35 P / L Of 6 Mm Thick Seal Coat Of Premixed Fineaggregate ( Passing 2.36 Mm And Retained On 180 Micronsieve ) With Bitumen Using 128 Kg Of Bitumen Of Gradevg -10 Per Cum Of Fine Aggregate And 0.60 Cum Of Fineaggregate Per 100 Sqm Of Road Surface Including Hotmixing Of Fine Aggregate And Bitumen In Hot Mix Plant, Transporting The Mixed Material From Plant Site Bymechanical Transport Up To The Site Of Work, Laying Themixed Material With Paver Finisher To Required Level Andgrade Rolling With Road Roller To Achieve Desiredcompaction Including Cost And Carriage Of All The Materialhire Charges Of Machinery And All Taxes Etc. Complete ( Necessary Test Mandatory ) 36 Providing And Laying Of Stone Soling, Hand Packed, Including Carriage Of Same From Approved Source Upto Site Of Work Complete. 37 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing Butexcluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 4% Carriage 38 P / L In Position Cement Concrete In1 : 3 : 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Crushed Stone Aggregate, 20Mm Nominal Size ) Excluding The Cost Of Centering And Shuttering But Including Carriage Of All Materials From Approved Sources Up To Site Of Work Complete. 4% Carriage 39 P / L In Position Cement Concrete In1 : 2 : 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Crushed Stone Aggregate, 20Mm Nominal Size ) Excluding The Cost Of Centering And Shuttering But Including Carriage Of All Materials From Approved Sources Up To Site Of Work Complete. 4% Carriage 40 P/L in position reinforced cement concrete in 1 : 2 : 4 (1 cement:2 course sand: 4 Crushed graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement but including carriage of all materials upto site of work complete.4% carriage 41 P/L in position reinforced cement concrete in 1 : 1.5 : 3 (1 cement:1.5 course sand: 3 Crushed graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement but including carriage of all materials upto site of work complete.( all works upto plinth level)4% carriage 42 Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including carraige 4% 43 Reinforcement for RCC work including straightening cutting, bending, placing in position and binding all complete (Thermo mechanically treated bars) including all carriages complete. FE-500 D or more 44 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases for columns 45 Centering and shuttering including strutting, propping etc. and removal of form fo Return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. 46 Centering and shuttering including strutting, propping etc. and removal of form fo Suspended floors, roofings, landings, balcones and access plateform 47 50mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 48 40mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 49 25mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 50 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 51 12mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 52 15mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 53 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 54 Engagement of labour /Masdoor for one day for doing work as per direction of engineer incharge 55 Engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees 56 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 57 Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive 58 Clearance of slipsdisposal lead upto 50 m and lift upto 1.5 m.in ordinary soils disposal lead upto 50 m and lift upto 1.5 m. 59 in soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 mClearance of slipsdisposal lead upto 50 m and lift upto 1.5 m . 60 Clearance of slipsdisposal lead upto 50 m and lift upto 1.5 m In soils; mixed with Decomposed Rocks; by blasting or any other means 61 Providing and applying 2.5mm thick road marking strips (retro-reflective)of specified shade/colour using hot thermoplastic material by fully/semiautomaticthermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, drivenby experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of Engineer-in-charge andaccordance with applicable specifications. 62 White washing with lime to give an even shade :Old work (two or more coats) 63 White washing with lime to give an even shade :Old work (one or more coats) 64 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work 65 Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.Old work ( One or more coats) 66 Providing and fixing precast reinforced cement concrete 1:1.5:3 ( 1cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)kilometer stone as per standard design including finishing smooth in 1:3cement mortar ( 1cement : 3 fine sand) including the cost of earthwork, concrete in foundation, painting and lettering etc. .35x111x25 cm size. complete job. 67 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 30 cm girth upto and including 60 cm girth. 68 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 60 cm girth upto and including 120 cm girth. 69 Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with 16.0 (Road Work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. 16.66.1 Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. 70 Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer and synthetic paint. all complete. 71 Providing and fixing hand rail of approved size by welding etc. to steelladder railing, balcony railing, staircase railing and similar works, includingapplying priming coat of approved steel primer and synthetic paint..M.S. tube 72 Providing and fixing hand rail of approved size by welding etc. to steelladder railing, balcony railing, staircase railing and similar works, includingapplying priming coat of approved steel primer and synthetic paint.G.I. pipes 73 Supplying/fixng of polygonal/RR masnory 2nd class quarry stone from approved source in dry with bond stones in G.I. wire crates of approved diameter by site incharge and mesh size of 100 x 100 mm and weight not less than 46 kg/crate including tipping,wrapping,cost of wire crates, carriages, loading, unloading all complete job strictly as per the direction of site incharge complete job 74 Supplying/fixng of boulder stone of approved size by site inchargein dry with bond stones in G.I. wire crates of approved diameter by site incharge and mesh size of 100 x 100 mm and weight not less than 46 kg/crate including tipping,wrapping,cost of wire crates, carriages, loading, unloading all complete job strictly as per the direction of site incharge complete job 75 Providing and fixing of PVC pipes Type -Bmaterial s weep hole or as required at site including all carriage and fitting and all accessories required as per the direction of site incharge and material must be of standard make as approved by site incharge 4 dia 76 Providing and fixing of PVC pipes Type -Bmaterial as weep hole or as required at siteincluding all carriage and fitting and all accessories required as per the direction of site incharge and material must be of standard make as approved by site incharge 3 dia 77 Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-incharge Made of G.I. wire of dia 4 mm 78 P/F of angle section, flats hollow section etc of structural steelof standard make including primer coat and paint and all carriage and loading unloading as and when required as per direction of engineer incharge etc complete job 79 Providing and fixing of panelling (imported ready made wood) of thickness 12mm incl wooden joints,12mm ply, polishing complete job 80 Providing corrugated High Rib Color Coated sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead,including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.50 mm thick with zinc coating not less than 275 gram/m2 81 Providing corrugated CGI sheet roof including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead,including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.50 mm thick with zinc coating not less than 275 gram/m2 82 Supply And Fixing Of popular wood of required size and form including nails etc as and when required 83 Supply And Fixing Of Plywood of 12 mm thicknessincluding nails etc all costs complete 84 Supply And Fixing Of Plywood of 19 mm thicknessincluding nails etc all costs complete 85 Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) including all carriages up to site complete job inlcuidngExtra for brick work in superstructure
